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HomeMy WebLinkAbout0036 EAST LANE - Health 771 .,,,FAST LANE, COTUIT A= � _ I AsBuilt Page 1 of 2 TOWN OF BARNSTABLE LOCATION 3,6 6-45 Lame -094 SEWAGE# 7 t VILLAGE Caf,A k ASSESSOR'S MAP&.PARCEL 06 -ZZ 6/°/Y . INSTALLERS NAME&PHONE NO. $ !�_ 7: I7 7 SEPTIC TANK.,CAPACTTY /'Sa LEACHING FACILITY:(type) 3 X Swo,k (size) NO.OF BEDROOMS OWNER PERMIT DATE:, COMPLIANCE DATE: o►-� 'J Separation Distance Between the: Maximum Adjusted Groundwater.Table to the Bottom of Leaching Facility 470''G(-5 Feet Private Water Supply Well and Leaching Facility(If any wells exist // on site or within 200 feet of leaching facility) �til/n/nb.7k Feet r Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) �,t1 Feet FURNISHED BY 1 5 I_ I 86a : 3 z q - f _._.p 74A 6Y , i77 06 O Sp Z j 7 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=036022&seq=1 4/5/2016 TOWN OF BARNSTABLE LOCATION#3 A EaS�- 1-at4e SEWAGE# 7-6" VILLAGE Ca7-e,;k ASSESSOR'S MAP&PARCEL '0(. --eZ INSTALLERS NAME&PHONE NO. �< "$ 7 7 0 J 7 '7 SEPTIC TANK CAPACITY 0 LEACHING FACILITY:(type) 3 x 5va k (size) f3 Z:3 NO.OF BEDROOMS OWNER PERMIT DATE:. / / 9L 17 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility AI0'f C(-S-Z. Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) neet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ,� p{�' lie) 2 IZFLz6 3 �" (-----d� 6" 3 n 5 Fj ' M p6 0 5,�y Ss`' it' No. d�J O —�O`l Fee l V "' H, OMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Tipprtcattou for 33i5pogal *pgtem Cougtructiou Vermtt Application for a Permit to Construct( ) Repair V—Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.j 40 (C A�'�r Ia Owner's Name,Address,and Tel.No. (S,pI n" IKt k2 i3IAN(— Assessor's Map/Parcel 3 7 /G Installer's Name,Address,and Tel.No. t,'O.S CV CA Q oA I&j Designer's 14ame,Address and Tel.No. ;�v c �►e�iea r.� i�t�( G SoR-t -e/7) Type of Building: Dwelling No.of Bedrooms Lot Size S—k 7 sq.ft. Garbage Grinder (q Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures /� Design Flow(min.required) ���` - gpd Design flow provided �/ gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank J�,�-OL Type of S.A.S. S GO 4 a- L 04 C /wS Chi A4- eA. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this oard of .eal / Sig ed Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. � 7 �� �"N Date Issued -"4 -C) 0 No. C 4 Fee Entered in computer: 4111�6MONWEALT'H OF MASSACHUS I'ETTS , V Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, ,MASSACHUSETTS application for' ai!_5poal *Potem Conotritction Permit Application for a Permit to Construct Repair V .Upgrade Abandon Complete System D Individual Components Location Address or Lot No.2 (0 (Z A S N Owner's Name,Address,and Tel.No. Coto Assessor's Map/Parcel 3� Installer's Name,.Address,and Tel.No.R(s tAl S CYCALo.Al'i Designer's>lame,Address and Tel.No. 0 o0cV 's (i YL o j P cc J( Type of Building: Dwelling No.of Bedrooms Lot Size arc y1 -S-F 7 sq.ft. Garbage Grinder (\f 0 Other Type of Building No.of Persons Showers Cafeteria Other Fixtures Design Flow(min.required) gpd Design flow provided gpd' Plan Date Number of sheets Revision Date Title A Size of Septic Tank Type of S.A.S. S 6c) Pl Icy- P� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this,Board_of/f1ealP.Y- Sigrreq—'-J- Date Application Approved by Date As), 9-- -7 Application Disapproved by: Date for the following reasons Permit No. 9co 7 Date Issued 7 -------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired Upgraded Abandoned by R C)Jam) YC,14 c) yjA- 1-,1-5 at has been constructed in accordance with th-e-,provisions of Title 5 and the for Disposal System Construction Permit No.49-C'O ? —0 a te dated �1!9 9 7 Installer L?6/0\ S I r. ej Designer bedrooms Approved design flow --Zdl gpd The issuance of this permit sqalA on l not be' construed as a guarantee that the system will function a * n d. Date Inspector_ --------------------------------------------- No. 10 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS I wilhgponl *P!5tem Construction Permit Permission is hereby granted t Repair Upgrade Abandon C�Constwct (. - System located at '41 'R_ 0 �L) and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructio must be ompleted'within three years of the date of this e it. )v Date 7 Approve -- Town of Barnstable �f`"E Teti _ Regulatory Services Thomas F. Geiler,Director * saxxsTnaLE. • 9�A 63 g Public Health Division rEc nay" Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office:. 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form z:- - �� Date: Sewage Permit# Assessor's Map�Parcel 1 Designer: Installer: Address: >� T- � 9'� - Address - ` ] ��- - On / Z z 6 7 16�t7 rcwe,-ff was issued a permit to install a (da e) 2 (installer) septic system at based on a design drawn by �Ik_ (address). L��J 1 tR `C dated 1 �. (designer) A _ _. I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. ' I-certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. -6 OF 1 HARRY (Installer's Signatur o EARL c LANTERY, 1R. rr� \ o ;fl No.26575 .0 4 ? F VAL (Designer's Si nature) (Affix Designer s Stamp Here) . . PLEASE RETURN TO BARN 7AABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE-ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 03-09-06.doc . t r ' I -0 g•-0• ANDERSEN - TWT2415 ABOVE ANDERSEN { TW2432 0 � ' { NEW BATH \ r VERIFY ACTUAL ROOF PITCH IN THE FIELD FOR EXISTING DORMER (VAULTED CEILING) WINDOW LAYOUT 2707 x&a- 12 24• PKT.DOOR L ANDERSEN CAL WASHEW O ERSE� I �� NEW AZEK 1 x 8 RAKE BOARD DRYER '� TO MATCH EXISTING UNDER 12 COUNTER gel 101-01 - 3 D ANDERSEN \ ____________________ ____ �� q TW2432 j (VAULTED CEILIN�)� ___-----_ I tO NEW `• I! DECK 4 NEW AZEK1x4TRIM (BENCH/ __-- _--I A'A HooKs _ _ i A4 w/2'SILL A4 NEW Il 2'6•x 6'8'I ovEReO ( I v NEW P.T.4 x 4 POST _BEE_ -!I Q °F WI AZEK CASING& NEW W.C.SHINGLE SIDING I M U D ROO,IZ/I —- THIGH BASE W/WOVEN CORNERS TO / 1 I I I - RSEN-ANO R9EN 46 T� afi�, A:x-y MATCH EXISTING o EXIST. �, 00 2'-6• RANGE II 5'-3• II NEW P.T.4 x 4 POST O O ItTABLE W/AZEK CASING 8 ` THIGH BASE f• I I r---1 iDw i KITCHEN CVERIFY KITCHEN EXIST. la SINK LAYOUTWlOWNER) EXIST. BEDROOM N I) REAR EL EVAT I O N NOTES: �w -7 �` I 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS (J &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, FOLDING w �, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT n�- C'LOS11 1 7 i j 0 I FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR M —i I �' 4.) ALL CONSTRUCTION TO CONFORM TO 780 CR MASSACHUSETTS DN. ®© _ ,' STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 I 5.) ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING EXIST. 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD LIVING 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY WARWICK ASSOCIATES FOR ALL PROPOSED&EXISTING DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS FIRST. FLOOR PLAN 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE LEGEND: DURING FRAMING CONSTRUCTION IECC201.2 RESIDENTIAL:ENERGY EFFICIENCY DETAILS 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE EXISTING WALLS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED -' CONSTRUCTION TO BE REMOVED TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" NEW CONSTRUCTION FENESTRATION SMGM 1 :SUNG WOOD FRAMED WALL FLOOR BASEMENT WALL BASEkEM6AB cRA1V sPACEW &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF U-FACTOR LLFACT^R RNALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VAWE G3Y D.80 19 29 >D 16/18 10r2FT DEEP( 1w1s MASSACHUSETTS WIND SPEED MAPS 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS NOTES: i.R.VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR W/OWNERS PRIOR TO START OF CONSTRUCTION OF THE HOME OR R-15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY 3,REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION 4 INSTALLER/CONTRACTOR. THE DESIGNER SHALL BE NOTIFIEDIFANY `. COTUIT BAY DESIGN, LLC NEW ADDITION/RErMODELiNG FOR: ERRORSOROMISSION9ADINGCONTRRE FOUND SCALE : DRAWING NO.: y THESE DRAWINGS PRIOR R]START OF CONSIRUOROH.THE BURRING COMRACTOR 1/4" — 1'-0" 43 BREWSTER ROAD WILL BERESPOTNOUFORTHECONTEM Al Y IN THESE OF AN E(FORS O RUCOON MASHPEE MA. 02649 B U T L E R/RAM S EY RESIDENCE OOMMENDEBWINOTED ANY OTNGTHE DESIGNER OFARESO3OR FOR THE DATE . THESE DRAWINGS ARE 90LELY FOR THE USE TI-I OFTHE OWNER NOTED.ANY OTHER USE OF PH. (508)274-1166 CONSENT OFESIGNERUNDWTHE" 3/4/2016 FAX(508)539-9402 36 EAST LANE COTIJ IT MA DDNBENT DF ME DEBMNER GNDER THE ARCHRECTURALCOPYRIGHTPROTECRON IACT OF 199R. ZONE: RF MAP 36, PARCEL 22, LOT B FLOOD ZONE- X A6' Panel No. 250001 0543 J (0711612014) PLAN REFERENCE: BOOK 101 PAGE 65 c 7?S � COTUIT PARCL'L 6 PROJECT N/F LOCATION ROBL.RT & .a MY PTO BO.DEN LOCUS MAP NOT TO SCALE W z Q 55.7 J ft FOUND PP �56 N33-47.50-W �i 55.7 237.74' 5 55.1 55.9 55.9 55.1 GARAGE PAVED 5.6 t- 130.1' .F 56.17 55.7 DRIVEWAY 55.8 5.7 I 55.8 55 8 55.7 w lira; LAWN �� 55.4 55.5 i i� , i I APPROXIMATE Lp 1 3 p } LOCATION OF i l o S' LOT B +55.7 EXISTING SEPTIC N NAIL do CAP �. I I IQ ,2q.25.4.t S.F. i i SYSTEM 1 5fi.5 LANDSCAPED 56.7 M EL. 55.32 o i 0 L� i GYJ{�Mv ,, 8 : i Sr'PAC ENTIPY � V 5.1' 55.5 I i i o b MAWar���o HOUSES�"G D s I i L _ _ J �'T YO'*YN. O O O R3' F.F. 59.41 CC� sWA WAY ♦55.8 - O 55.5 LEGEND VENT 55.7 F.F. 4 rdi \ 55.7 9.36 EXIS77NG 2' CONTOUR : z . I I s LANDSCAED P . 2 �:" I . .. ..�- _ ..- .- 55 +55.5 EXISTING SPOT ELEVA77ON GARDEN sfi. -56- -- I LAWN in GATE 1J r: VALVE PP 20, EXISTING U71UTY POLE © I S33'44,2p„E 55.4 Acicv" 55.5 � I 5 .4 238.06' 55.5 55.B 55 3 CEDAR FOUND 13 CONCRETE BOUND 55.4 MRE FENCE POST I R6W7"v or hm-W A0 ~tfv Q W PARM P8 N/F J&RK H. & -4P.RIL S. ROBINSOIV PL O T PLAN FOR JANE BUTLER & ROBER T RAMSEY 20 0 10 20 40 ##36 EAST LANE N o1: MALE 1 INOV 20 FEET GFRY M c CO TUl T, MA S. �Q. 'yc, GENERAL NO TES: o 0- Scale: 1 "-20' Date: MARCH 3, 2016 1. HOUSE NUMBER. 36 o L L 10 2. ELEVA 7701VS SHOWN ARE BASED ON NORTH AMERICAN VER77CAL DA 7UM (1988). / J. LOT COVERAGE BY EXIS77NG S7RUC7URES.• 1,324 S F./20,253 S F = 6.5X ` 6 Xanwick Associates Inc. 4. LOT COVERAGE BY EXIS77MG S7RUC7URESIPAVING/PARKING.• 2,147 S.F./20,253 S.F. 10.6 DRA► 11 BY LM., R.JW. DATE' 12113115 5. LOT COVERAGE BY EXIS77NG & PROPOSED STRUCTURES: 1,590 S.F./20,253 S.F. = Z8.'� 63 County Road Box 8D> 6. LOT COVERAGE BY EXIS77NG & PROPOSED STRUC7URES/PAVINGIPARKING. 2,413 SF./20,253 S.F. - 11.9X .North Falmoutli, Hass 02556 aAEGYCEO Bri SHEET f OF 1 7. S17E IS WITHIN WELLHEAD PROTEC77ON DISTRICT. (508) 563 7777 P.• kLand Projects 2004kSS15037jdwg jSS15037sp.dwg 8. S17E IS WITHIN STATE APPROVED ZONE li. N LOCUST ; TEST PIT PERC. TEST , EX15TING r , # GRADE # 2 ` r 100.0' - 100.0' Lowelf 4s7l' 99.3' - A - SANDY LOAM - 99.3' Park �,za;r B - SANDY LOAM �✓ N 5805 I'107: 97.2' - - 97.2' p a 85 74' -j RATE < 2 MIN/IN LOCUS MAP; FLOOD ZONE C APN G-2 2 O 95.0 COMMUNITY PANEL 25000 1-00 1 8-D EFFECTIVE DATE:JULY 2, 1992 20,5 7±5F DESIGN C - MEDIUM SAND SINGLE FAMILY DWELLING W/4 BEDROOMS NO GARBAGE DISPOSAL DAILY FLOW= 110 X 4 = 440 G.P.D. -71 SEPTIC TANK(VOL. REQ'D) 00 � O� 440 G.P.D. X 2 = 880 GALS 1 500 GAL.TANK-O.K. (PROPOSED) NO H2O NO H2O - 88�0 LEACHING AREA(S.A.S.) 9 N > _ 4 _ co USE 3 - 8 X 5 X 2 P.C. CONC. L.C. 4' STONE - �� RESERVE ��NOTE: SAVE ALL TREES -� cn I DATE: 05JAN07 (P-1 1 ,572) m cn i 501L EVALUATOR: DAVID MASON, R.S. EFFECTIVE DEPTH = 220 t m L- _ _ _ _ J © 2 X[ 64 + 26 ]X 0.74 = I33 WITNESS: DONALD DESMARAiS, R.S., HEALTH AGENT N 32' m z 25.4' m 28.0 32 X 13 X 0.74 = 308 "C" O TP�-2 TOTAL CAPACITY = 441 GALS. '3 t TP-1"2"` `C�'L� NOTES: -7 QS FDTN. GRG {I 1 . DISPOSAL SYSTEM TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH COMMONWEALTH OF MA55ACHU5ETT5 ENVIRONMENTAL CODE -TITLE V. 2. ASSESSORS PARCEL NUMBER (APN) ; MAP 3G - PC. 22 o _ ��. i i 3. CONTRACTOR TO CALL DIG-SAFE 72 HOURS PRIOR TO BEGINING CONSTRUCTION AND/OR EXCAVATION. Ln GONG. 4. EXISTING PITS TO BE PUMPED AND FILLED WITH SAND, AND ABANDONED. 0 5' 5. CONTRACTOR TO FIELD CHECK INVERT @ HOUSE FOUNDATION GRAPHIC SCALE G. USE A 1 500 GAL (1-10) P.C. CONC. SEPTIC TANK, IN5TALL'T'5 AND GAS BAFFLE PER TITLE V. w r 7. THIS PLAN DOES NOT, IN ANY WAY, REPRESENT AN ACCURATE, INSTRUMENT SURVEY OF THE PROPERTY, AND 15 NOT > 0 30' O' 15' 30' GO' 0 w TO BE USED FOR ANY CONSTRUCTION, OTHER THAN THE ELEMENTS OF THE SEPTIC SYSTEM AS SHOWN. �`' No. 36' p %z 8. THIS PLAN IS NOT A RECORDABLE PLAN. 1 1/2 5TY. Lj 9. BENCHMARK IS BASED ON AN A55UMED DATUM, AS SHOWN, UNLE55 OTHERWISE SPECIFIED. o WD. FRM. ''I z LJ ( IN FEET) 10. SURVEYOR: HOOD SURVEY GROUP, LLC: P.O. BOX 1724: MA5HPEE, MA 02G49 2� rT.O.f. = 102.796 0 (� 1) � I" = 30' I I . PLAN REF.: BK. 10 I P. 65. --- - 12. SUBDIVISION SERVED BY TOWN WATER ENC.PORCH 13. USE 3 - 5 X 8 X 2 P.C. CONC. LEACH CHAMBERS WITH 4' OF 3/4" TO 1 1/2" DOUBLE WASHED STONE r _ ALL AROUND WITH 2" LAYER OF WASHED PEA5TONE ON TOP ww T Q J i cv 8 .2 100 ) '' l�E.O.P. -E.O.P. BENCHMARK: MAG NAIL EAST LANE ELEVATION = 100.0' (ASSUMED DATUM) SITE PLAN soRICHARQ Ycy� � R * ':1.3 � FIRST FLOOR J. 414 LA"MTE f IR. EL 103.8' N I _ 2OI HOOD 1 u v a v. \ ar f r a No. 35031 '` TOP OF WALL �, ? EL. i 02.8' G)9.1,C114 b7 S FIN. GR. EL. 100.0' RICHA � DATE H. EARL LANTERY, PE DATE � � 2%SLOPE /\\\\ /\\\\/\\/\\/ ACCESS W/,I N 6"OF GR.� / /\\\/\\/\\/\/\\/\\/\\/\\\\/ \\/\/�\/\\\/\\\ \/\\\\\\\\/\\\\/\\/\\ \/\\\\\\\/\\ \\\\ \\/\\ \ \�\,�;5'x , , , , \ \ \,���,�,�,�.,�,���,'x x x/x \,�,\�, �, , ����,�,, ���,��,�,���,���,���, 5 E WAG E SYSTEM D ES I G N 9"MIN,COVER 98.6 \\\ �/ 2"PEASTONE ACCESS PORTS H2 O TEST CHECDK %\\%/ I I COR LEVEL �8�� FOR ON / NEW 1500 GAL 2'LEVEL o 0 /\ EL.98.5' EL. 98.2' o o$o o�bo M I KE LEB LAN C 3 G EA5T LANE D-BOX EL. 97.0' / FIELD P.C. CONC. GASBAFFLE q`b�`" �`"�� CHECK SEPTIC TANK(h- 10) ' 61,MIN �b0 00.b EL 95.0 o b b HEALTH AGENT APPROVAL DATE P.O. BOX 414 A55E55OR5 PARCEL No. 3G-22 EL. 98.0' / I-L-- -I \ EL 97.8' � �8g8°08 - ,So 8 Bop 'P and oo Q...000 00'8000 $�� �0000,�a��°8 urnsg8�,� •aooa°s LEGEND WAQUOIT, MA 02536 G"CRUSHED STONE OR COMPACTED-j �I O'MIN LAND SURVEYING BY: ENGINEERING BY: 5'MIN- � _,..� 24 �.^� PROPOSED CONTOUR 20'MIN. DEPTH OF LIQUID 10 hood survey group, Ilc ADVANCED TECHNICAL SOLUTIONS INLET TEE DEPTH HZ O BELOW / _/ �- �� EXISTING CONTOUR land surveyors - englneer5 CONSULTING ENGINEERS OUTLET TEE DEPTH EL. 88.0' - DRIVEWAY 259 rock landing road P.O. BOX 99 mahpee, ma 02G49 FIRM ZONE ph: 508-539-7799 - fax: 508-539-7789 E. SANDWICH, MA 02537 PROFILE OF D15PO5AL 5Y5TEM hood5urveygroup.com ( DRAWING NOT TO SCALE) DATE: 09JAN07 SCALE: 1" = 30'